SETTLEMENT OF RECTANGULAR FOUNDATIONS ON OVERCONSOLIDATED CLAYS

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概要

• 論文の詳細を見る

• The immediate and consolidation settlements of a uniformly loaded rectangular area on a overconsolidated clay which is cross anisotropic with respect to its elastic properties are obtained. Tables and graphs are presented for practical use.

• 社団法人地盤工学会の論文
• 1975-03-15

著者

• Chakrabarti U.k.

  Electrical Engineering Department Indian Institute Of Science

• NAYAK M.

  Engineering Consultants, 64 B.B. Ganguli Street

• Nayak M.

  Engineering Consultants 64 B.b. Ganguli Street

関連論文

• SETTLEMENT OF RECTANGULAR FOUNDATIONS ON OVERCONSOLIDATED CLAYS

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